1) approach slab
搭板
1.
Mechanics property and adaptability of approach slab;
桥头搭板受力特性及适应性
2.
With the typical geological condition and road filling in Ningbo, the causes for bump at bridge head are analyzed and proposals recommended, using CMC jointly with the approach slab to solve the problem by reducing differential settlement at the abutment.
根据路面沉降与土层性质、固结时间的关系 ,对水泥搅拌桩加固下卧软土层与搭板设置相结合的处理方法进行了分析研究 ,研究认为 ,在宁波软土地区 ,水泥搅拌桩结合搭板设置处理桥头跳车问题无论是技术上或是经济上都是可行的。
3.
In this paper, finite element method is employed to analyze the mechanical behaviors of approach slabs between bridge abutment and pavements subject to axle loadings.
应用有限元法,对路桥过渡段模型搭板在轴载作用下的受力情况进行了分析。
2) butt strap
搭板
1.
In this paper with introduction on the design method of abutment back in China and abroad and based upon the united design principle of bridges, culverts and abutment back the butt strap method is introduced from slope gradient, length, thickness, reinforcement and other aspects.
介绍了近年来国内外研究人员对桥涵台背的设计研究方法 ,结合桥涵与台背结构组合的设计原则 ,从搭板的型式、坡度、长度、厚度、配筋等方面提出了搭板设计的方法。
3) sheet lap
薄板搭接
4) plate outrunning
搭板脱空
1.
Considering plate outrunning at bridge head of Jingzhu expressway,sleeve valve pipe grouting technology is put forward.
结合京珠高速公路桥头搭板脱空实际情况,提出采用"袖阀管"灌浆技术进行处治。
2.
To solve the phenomenon of highway bridge plate outrunning and falling,it carries on the plasm pouring test by methods of uprightness and plane.
为解决高速公路桥头搭板脱空下降现象,进行了竖直法和水平法的灌浆试验,试验过程中研究了两种方法的灌浆参数和工艺特点,试验结果说明这两种方法都可以有效解决桥头搭板脱空现象,并指出水平灌浆法是一种值得推广的新方法。
5) short slab
短搭板
6) approach slab
桥头搭板
1.
The design project of approach slab in super highway;
高速公路桥头搭板方案设计
2.
Reasonable setting of approach slab and back filling behind abutment;
桥头搭板的合理设置及台背回填
3.
Simplifying the approach slab as an elastic isotropy rectangular plate simply supported along its four edges and lying on the Winkler viscoelastic foundation,the dynamic response of the approach slab un?der moving vehicle were analyzed by calculus variation.
将桥头搭板视作粘弹性地基上四边简支的各向同性矩形板,用变分法对移动车辆荷载作用下搭板的动力响应进行了分析,并讨论了荷载的载重、荷载的横向位置、车速以及搭板的长度、宽度、厚度对板顶位移和板底最大弯拉应力的影响。
补充资料:板搭
1.见"板闼"。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
参考词条